Roads And Bridges Development Corporation Of Kerala Limited Tender
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Costs
EMD
₹ 2,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction Of Uttara River Bridge In Palakkad District
Description
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Contact
Tender Id
2024_RBDCK_713140_1Tender No
RBDCK/ T 248/ 361/ 2024Tender Authority
Roads And Bridges Development Corporation Of Kerala Limited ViewPurchaser Address
-Website
http://http://www.rbdck.com/
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Documents
BOQ Items
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OD188112/2023-2024-Providing and constructing Temporary Earthen Island / coffer dam for construction of well foundations of dia. up to 10m (longest dimension) , including bailing and
pumping out of water, provision of sand bags, wooden ballies, sheet piling, earth, sand or any other suitable material, as required with all labour and material complete job
1
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OD229890/2023-2024-Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
5
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12.8.A.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications. PCC Grade M15
43.38
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OD188868/2023-2024-For drilling of holes and insertion of dowel bars of specified dia in case of Jacketing of piers and abutments from bottom of foundation up to a height of 10m for designed
thickness of jacketing
252
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OD188866/2023-2024-Extra for Dowel Bars of specified Dia as per drawing
6.72
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12.8.H.2.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications. RCC Grade M35 - Using Batching Plant, Transit Mixer and Concrete Pump
135
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12.40-Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
24.75
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13.5.H.p.2-Plain/Reinforced cement concrete in sub-structure complete as per drawing and
Technical Specifications RCC Grade M35 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m
201.48
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13.6-Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
27.26
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13.8-Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing
wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications
20
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14.3-High tensile steel wires/strands including all accessories for stressing, stressing
operations and grouting complete as per drawing and Technical Specifications
5.04
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13.16-Supplying, fitting and fixing in position true to line and level POT-PTFE bearing
consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved
Technical Specifications.
2520
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OD226225/2023-2024-Furnishing and Placing RCC/PSC Grade M40 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specification. For solid/voided slab super structure
449.51
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14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
97.6
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14.9-Drainage Spouts complete as per drawing and Technical specification
40
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OD229885/2023-2024-Providing and fixing 150X150mm CI grating as per the drawing and technical specification etc complete and as per the direction of Engineer In Charge
40
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13.5.C.q.2-Plain/Reinforced cement concrete in sub-structure complete as per drawing and
Technical Specification PCC Grade M25 - using Batching Plant, Transit Mixer and
Concrete Pump - Height 5m to 10m
150
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14.7-Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
380
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OD93349/2023-2024-Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic
cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification).
460.8
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14.22-Providing and laying of a strip seal expansion joint catering to maximum horizontal
movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation
23
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16.4-Providing and inserting nipples with approved fixing compound after drilling holes
for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy
81
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OD192391/2023-2024-Proof testing of completed PSC/RCC or combination superstructure with a uniformly distributed equivalent static load including impact as per clauses of relevant IRC
Codes. The cost of testing shall include all labour, material, testing equipment's required for the test by the contractor.
1
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Approach portion & road work-2.5.2.A-Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means
60
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2.4.4.B-Dismantling of existing structures like culverts, bridges, retaining walls and other
structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Rubble stone masonry in cement mortar
87.75
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2.4.1.B-Dismantling of existing structures like culverts, bridges, retaining walls and other
structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres - Cement Concrete Grade M-15 & M-20. - By Manual Mean
45
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2.4.4.E-Dismantling of existing structures like culverts, bridges, retaining walls and other
structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Dismantling stone pitching/ dry stone
120
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2.1.4-Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit Girth above 1800 mm
50
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2.3.2.A-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,
shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means
0.22
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3.13.1.B-Earth work in excavation of foundation of structures as per drawing and technical
specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
1559.5
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12.1.B.1-Earth work in excavation of foundation of structures as per drawing and technical
specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
192
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12.1.2.B-Earth work in excavation of foundation of structures as per drawing and technical
specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.<br> Ordinary Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means <br>
245
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12.8.G.2.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications. RCC Grade M30 - Using Batching Plant, Transit Mixer and Concrete Pump
588
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12.40-Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
114
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14.1.C.1-Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Concrete
Mixer in super-structure as per drawing and Technical Specification
280
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14.10-PCC M15 Grade leveling course below approach slab complete as per drawing and
Technical specification
104.63
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3.16-Construction of embankment with approved material obtained from borrow pits with
all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
4005.63
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15.4.A-Providing and laying Pitching on slopes laid over prepared filter media including
boulder Stone/Boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
84
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3.18-Construction of sub-grade and earthen shoulders with approved material obtained
from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
801.13
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12.8.2.C.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and
Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump
96
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13.8-Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications
147
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13.10-Providing and laying of Filter media with granular materials/stone crushed aggregates
satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing & Technical specification
377.4
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OD93447/2023-2024-Providing and fixing in position pre-moulded joint filler in expansion joints.
14.63
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4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform
layers with a motor grader on a prepared surface, mixing by mix in-place method with
rotavator at OMC, and compacting with a vibratory roller to achieve the desired
density, complete as per clause 401. Grading-V - For sub-base cum drainage layer -
Mix in Place Method
320.45
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5.4.2a-Dense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal size)
Providing and laying dense graded bituminous macadam with 80-100 TPH HMP
producing an average output of 75 tonnes per hour using crushed aggregates of
specified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent by
weight of total mix and filler, transporting the hot mix to work site, laying with a
hydrostatic paver finisher with sensor control to the required grade, level, and
alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the
desired compaction as per MoRTH specification clause No. 505 complete in all
respects
81.56
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4.12-Providing, laying, spreading and compacting graded stone aggregate to Wet Mix
Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density
309.4
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5.1.a-Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface
of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
1500
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5.2.a-Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure
distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
1500
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5.6.2.a.1-Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing
an average output of 75 tonnes per hour using crushed aggregates of specified grading,
premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler with Anti
stripping additive material 1.0 kg per 1 tonne of bitumen, transporting the hot mix to
work site, laying with a hydrostatic paver finisher with sensor control to the required
grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers
to achieve the desired compaction as per MORTH specification clause No. 507
complete in all respects Grading - II (13.2 mm Nominal Size)
94.83
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8.13-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including
reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the
thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The
finished surface to be level, uniform, and free from streaks and holes
625.25
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55.10.1-Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm
Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years
warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro
prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick /
aluminium composit material sheeting 4 mm thick with suitable back support frame
and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm
above ground level by means of properly designed foundation with M 15 grade cement
concrete 30cmx30x45cm, 45cm below ground level including painting all nonreflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing
and clause 801. 300 mm x 900 mm
4
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OD229884/2023-2024-Supplying and laying 160mm dia. PVC Pipes Class-I, capable for a pressure of 2.5 kg/sqm in footpath of ROB for laying cable with all contractor’s materials
labour, tools, plant, machinery, vehicles, consumables, lead, lift etc. complete as per specifications and as directed by Engineer in-charge
1170
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55.38 a:Providing and erecting a "W" metal beam crash barrier comprising of 3
mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on
Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,
1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised
by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to
be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5
mm, 330 mm long complete as per clause 811.3.
260
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55.26a-Providing and applying elastic, elastomeric membrane forming system with
anticarbonation and breathing properties. The system should be based on solvent free
acrylic polymers with selected mineral fillers and should be ultra-violet resistant, crack
bridging type, carbonation resistant, breathable, enviornment friendly, water proofing
coating. For anticarbonation, equivalent air layer thickness denoted as R or SD CO2
grater than 50 m and for breathability equivalent air layer thickness denoted as SD
H2O shall be less than 4 m for vapour transmitting barrier. The system consists of one
coat primer @ 75- 100 g/m2. The consumption of main polymer coating to give film
thickness of 200-225 microns (Solid contents- 70%+ -3%) should be approximately.
400-450 g/m2 per two coats depending upon the method of application (either by
roller or brush) and surface smoothness of the concrete. The total dry film thickness of
the coating system should be minimum 200 microns for the above system. Polymer
coating should be in suitable approved shades, including cost of materials, cleaning,
chipping and removing the dirt particles of the concrete slab with wire brush and
water,labour charges for filling the bug holes, cracks, joints etc with one component
polymer modified fine repair and cosmetic mortar, labour for applying the above
coating, scaffolding charges,etc. complete as per IRC SP:80 Clause 6.5.1 and Clause
2808 in the Specifications Book for Roads & Bridges published by the Ministry
during April 2013.
1140.6
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OD187876/2023-2024-Supplying & laying of drainage composite for use behind walls, between two
different fills, alongside drains of road, below concrete lining of canals etc.
having thermobonding a draining core - HDPE geonet comprises of two sets
of parallel overlayed ribs integrally connected to have a rhomboidal shape
with a polyethylene film and a nonwoven geotextile having mass per unit
area 130 gsm and tensile strength of 8.0 kN/m that will be working as
separation or protecting layer, geocomposite having in plane flow capacity of
0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength
of 13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible location
including top and bottom, with all leads and lifts, manpower and machinery,
materials, labour etc. complete and as directed by Engineer - In - Charge.
1355.87
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8.4.10-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory
sign with 7years warranty manufactured as per IRC :67 made of Type IV micro
prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum
composite material sheeting 4 mm thick with suitable back supporting frame of MS
angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly
fixed to the ground by means of properly designed foundation with M 15 grade cement
concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including
painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as
per approved drawing and clause 801 including lettering symbols etc. 90 cm circular
2
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8.15-Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high
above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x
100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with
minimum visibility of 300m with provisions to prevent edge lifting and vandalisam,
and conforming to clause 806 , IRC-79 and the drawings including fixing to ground
(The deleniator shall be of approved type as per specification)
773.61
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8.4.12-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory
sign with 7years warranty manufactured as per IRC :67 made of Type IV micro
prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum
composite material sheeting 4 mm thick with suitable back supporting frame of MS
angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly
fixed to the ground by means of properly designed foundation with M 15 grade cement
concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including
painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as
per approved drawing and clause 801 including lettering symbols etc. 50cmx 60 cm
rectangular (Single chevron etc.)
10
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8.4.3-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory
sign with 7years warranty manufactured as per IRC :67 made of Type IV micro
prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm
thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting
frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to
IS 1239 firmly fixed to the ground by means of properly designed foundation with M
15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level
including painting all exposed surface with 2 coats of epoxy painting over epoxy
primer and as per approved drawing and clause 801 including lettering symbols etc.
60 cm circular
10
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8.4.2-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory
sign with 7years warranty manufactured as per IRC :67 made of Type IV micro
prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm
thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting
frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to
IS 1239 firmly fixed to the ground by means of properly designed foundation with M
15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level
including painting all exposed surface with 2 coats of epoxy painting over epoxy
primer and as per approved drawing and clause 801 including lettering symbols etc.
60 cm equilateral triangle
10
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OD93343/2023-2024-Furnishing and Placing RCC Grade M40 Using Concrete Mixer in super-structure as per drawing and Technical Specification
20.16
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OD93441/2023-2024-Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required
strength, thickness & size/ shape, made by table vibratory method using PU
mould,
laid in required colour & pattern over 50mm thick compacted bed of sand,
compacting and proper embedding/laying of inter locking paver blocks into the
sand bedding layer through vibratory compaction by using plate vibrator, filling
the joints with sand and cutting of paver blocks as per required size and pattern,
finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge. 60mm thick cement concrete paver block of M-35 grade with approved
colour,
design & pattern.
465.2
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14.16-Providing and applying 2 coats of water based cement paint to unplastered concrete
surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying
paint @ of 1 litre for 2 sqm
1489.74
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ELECTRICAL WORKS:OD195607/2023-2024-Supply, installation, testing and commissioning of Stand alone Solar LED Street
Lighting with luminaire of IP66 protected, pressure die cast aluminium housing body
with optimal heat sink, with system wattage less than 80 (+/-10)W with rated life of
L70@ 50,000 hours, CRI greater than or equal to 70 & with system lumens
greater than 9600 and system efficiency greater than or equal to 120%.The Light
fitting shall be with all required accessories suitable for mounting in (48-60)mm OD
pole arm surface mounting on 8m octagonal pole. Solar PV module shall be of 250WP
DC rating along with LFP battery of 12.8V/200AH capacity and suitable charge
controller, cables and accessories as required complete
10
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90.15.3.7:Supply installation testing and commissioning of Octogaonal Pole made of hot dip
galvanised GI sheet 70 mm top diameter, 130 mm bottom diameter thickness 3mm
base plate dimensions of 200x200x16 mm suitable for wind speed as per IS 875 Part
III single arm bracket 0.5mt including connector foundation bolt 4 nos fixed in
existing RCC foundation and junction box etc. complete 8 Meters
10
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OD185322/2023-2024:Supplying and laying 8 swg GI wire at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)<br>
380
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5.2-Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and
providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required
4
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90.16.1.11-Supply and drawing bare earthing conductors of the following sizes along with wiring/
cables and giving connection as required4.06 mm GI conductor (8 SWG)
40
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